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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC 1st lowest and admitted |
| 2 | L2₹8.0 LRejected-AOC KERALA KL | PALAKKAD | KERALA | 678601 | ₹8.0 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹8.1 LRejected-AOC | ₹8.1 L | L3 | Rejected-AOC Rejected |
| 4 | L4₹8.1 LRejected-AOC | ₹8.1 L | L4 | Rejected-AOC Rejected |
| 5 | L5₹8.2 LRejected-AOC | ₹8.2 L | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Muhammed Iqbal L2 | Tomy Joseph L5 | P M GOPAKUMAR L1 | Puthuparambil Constructions L4 | ASHARUF K K L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00side protection works | ||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 112.36 | cum | 239.57 ₹26,918.80 | 246 ₹27,641.30 | 245 ₹27,528.94 | 242.74 ₹27,274.99 | 242.17 ₹27,210.95 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 200.25 | cum | 3,713.52 ₹7.4 L | 3,809 ₹7.6 L | 3,688 ₹7.4 L | 3,762.64 ₹7.5 L | 3,753.85 ₹7.5 L |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 13.5 | sqm | 359.09 ₹4,847.72 | 368 ₹4,968 | 367.2 ₹4,957.20 | 363.84 ₹4,911.84 | 362.99 ₹4,900.37 |
| 1.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 3.34 | cum | 8,427.37 ₹28,130.56 | 8,660 ₹28,907.08 | 8,618.55 ₹28,768.72 | 8,538.84 ₹28,502.65 | 8,518.9 ₹28,436.09 |
Tender Value
₹8.6 L
EMD Value
₹21,603
Closing Date
25 Feb 2026, 6:00 pmClosed
Assistant Executive Engineer
o /o of the Assistant Executive Engineer, MI Sub Division Kottayam
DRM walll for a length of 89.00m including the protection of both sides of drainage at Edakkunnam mukkali thodu in ward no.7 of Parathodu panchayathu
2026_Irrig_837262_1
IRR/IA/TR/646/2023_5_1_1/1
Open Tender
Civil Works - Water Works
270 days
Parathodu
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,905
Yes
₹21,603
Yes
11 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
side protection works
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
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